Formation conditions of outburst debris flow triggered by overtopped natural dam failure

Landslides ◽  
2016 ◽  
Vol 14 (3) ◽  
pp. 821-831 ◽  
Author(s):  
Jiang Xiangang ◽  
Cui Peng ◽  
Chen Huayong ◽  
Guo Yayong
2019 ◽  
Vol 23 (3 Part A) ◽  
pp. 1563-1570
Author(s):  
Zhi-Long Zhang ◽  
Jing Xie ◽  
De-Ke Yu ◽  
Zhi-Jie Wen

This paper addresses a debris flow disaster in Yingxiu town after the Wenchuan earthquake. Through site investigation and data review, the geography and geological environment of the basin and the development, formation conditions and activity characteristics of the debris flow in the basin are analyzed. Calculate and analyze the characteristics of the debris flow, such as gravity, flow velocity and impact force. According to the management idea of combination of blocking and discharging, this paper proposes to arrange three blocking dams in the main ditch, construct drainage gullies in the downstream accumulation section, and prevent and control the aqueduct in the intersection of the main ditch and the G213 national road, which will be similar to the earthquake in the future. It is provided as a reference for research and prevention of the debris flow.


2018 ◽  
Vol 147 ◽  
pp. 03009 ◽  
Author(s):  
Bagus Pramono Yakti ◽  
Mohammad Bagus Adityawan ◽  
Mohammad Farid ◽  
Yadi Suryadi ◽  
Joko Nugroho ◽  
...  

A dam break induced-flood propagation modeling is needed to reduce the losses of any potential dam failure. On the 25 July 2013, there was a dam break generated flood due to the failure of Way Ela Natural Dam that severely damaged houses and various public facilities. This study simulated the flooding induced by the failure of Way Ela Natural Dam. A two-dimensional (2D) numerical model, HEC-RAS v.5, is used to simulate the overland flow. The dam failure itself is simulated using HECHMSv.4. The results of this study, the flood inundation, flood depth, and flood arrival time are verified by using available secondary data. These informations are very important to propose mitigation plans with respect to possible dam break in the future.


2020 ◽  
Author(s):  
Jeong Ah Um ◽  
Sungsu Lee ◽  
Hee Jung Ham

<p>In order to predict the loss and the damage from the hazards such as debris flow resulted from dam failures, three important factors must be taken into account; the strength of hazard, the inventory and the vulnerability of the inventory to the hazard. In the case of the debris flow, the flow speed, the inundation boundary and depth, and the flow force can be the hazard. The inventory corresponds to the list of assets and demographic distribution while the vulnerability is the probability of the damage of each inventory by the specified hazard. In this study, the hazard is assessed from 3D numerical simulation of the debris flow incurred by the dam failure. Since the detail description and modeling of the inventory is nearly impossible, the present study utilized GIS-based regional assessment of the vulnerability combined with the inventory, in which the distribution of the inventory represents the exposure and the performance of the inventory such as age of building represents the sensitivity. As an example, building vulnerability index is measured by combining weighted five proxy variables; density of hazard exposed area of building, building importance level, type of building structural material, status of building structural design, and deterioration level of building. The selected proxy variables are evaluated with predefined scoring criteria and nondimensionalized based on a standardization method. The resulting vulnerability is normalized for the relative assessment with the region of interests. The computed strength of the hazard is then convoluted with the normalized vulnerability and the results show the risk of the region. This research was supported by a grant (2018-MOIS31-009) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).</p>


Water ◽  
2020 ◽  
Vol 12 (5) ◽  
pp. 1256 ◽  
Author(s):  
Xing-Long Gong ◽  
Kun-Ting Chen ◽  
Xiao-Qing Chen ◽  
Yong You ◽  
Jian-Gang Chen ◽  
...  

On 8 August 2017, an Ms 7.0 earthquake struck Jiuzhaigou Valley, triggering abundant landslides and providing a huge source of material for potential debris flows. After the earthquake debris flows were triggered by heavy rainfall, causing traffic disruption and serious property losses. This study aims to describe the debris flow events in Zechawa Gully, calculate the peak discharges of the debris flows, characterize the debris flow disasters, propose mitigation countermeasures to control these disasters and analyse the effectiveness of countermeasures that were implemented in May 2019. The results showed the following: (1) The frequency of the debris flows in Zechawa Gully with small- and medium-scale will increase due to the influence of the Ms 7.0 Jiuzhaigou earthquake. (2) An accurate debris flow peak discharge can be obtained by comparing the calculated results of four different methods. (3) The failure of a check dam in the channel had an amplification effect on the peak discharge, resulting in a destructive debris flow event on 4 August 2016. Due to the disaster risk posed by dam failure, both blocking and deposit stopping measures should be adopted for debris flow mitigation. (4) Optimized engineering countermeasures with blocking and deposit stopping measures were proposed and implemented in May 2019 based on the debris flow disaster characteristics of Zechawa Gully, and the reconstructed engineering projects were effective in controlling a post-earthquake debris flow disaster on 21 June 2019.


2013 ◽  
Vol 385-386 ◽  
pp. 404-407
Author(s):  
Ming Hui Su ◽  
Xin De Ma ◽  
Xiu Li

The debris flow in Jiasikou gully was a typical gully debris flow, which was located in Li xian, Sichuan province, China. According to the basic characteristics of the valley and the debris flow, we analyzed the formation conditions of the debris flow in Jiasikou gully, including topography, water source and sediment source. And we calculated the main dynamic parameters, such as bulk density, flow rate, flow capacity, sediment flush-out and impulse power. Combining the features of above mentioned, we discussed the development trend of the debris flow, and put forward recommendation that blocking dam and diversion dike engineering should be carried out.


Disasters ◽  
1986 ◽  
Vol 10 (1) ◽  
pp. 8-14 ◽  
Author(s):  
Richard Hughes ◽  
David Nash
Keyword(s):  

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